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Home My WebLink AboutApplication- Permit• Garfield County Building & Sanitation Department `108 8"` Street, Suite #201 Glenwood Springs, Co. 81601 Office- 945-8212 Inspection Line- 384-5003 NO. ctoc 'z Job Address 0/5 -ti J 2 �Ct t c,/Lt kid3S Nature of Work Building Permit 0702— 17 a` - 01-00 Use of Building il 000 Owner Contractor Amount of Permit $ 3 c{ 3 a . aS Date c( olotic/ Clerk ' Permit No: GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8'x Street, Suite 201, Glenwood Springs, CO 81601 hone:70-945-82_12/ Far: 970-384-3470/Inspection Line: 970-384-5003 pick:_ t a 2.x'/L'717 20100 7 0 Parcel/Schedule No: Sri..‘i,.. 4 R-005-4173 AGREEMENT PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER. CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT. IN CONSIDERATION OF THE ISSSUANCE OF THIS PERMIT. THE SIGNER. HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN 30.28.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH IN THE LCOA1 ION, ERECTION, CONSTRUCTION, AND USE OF THE ABOVE DESCRIBED STRUCTURE, 111E PERMIT NIA\ BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID. TIRE ISSUANCE OF A PI:RMT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT TIIE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER W HEN IN VIOLATION OF THS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION. THE REVIEW OF SUBSIIITED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABLI'[IES BY GARFIFID COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCIES. THE RESPONSI ITV FOR THESE ITEMS AND INIPLESIENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH THF ARTICTECT, DESIGNER, BUILDER, AN' r • ER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST. Gar[om.003 —� / 1 HEREB\ ACKNOWLEDGE T ILAT 1 HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INITIAL): Job Address: Q /91\50 S.",prti Ile Dr,•✓L 6ry9ci-,fr e COCi63S 1 Lot No: Block No: Subd.l Exemption: °AI( SAINTS G=P13cepAa_ LNttseur SaTC" / MA 4/A/ R,orra_zwaT Ati4a.a,9 F,t,MG-#S Ce' J7 e 2 Owner: //$P,',s.+= FI�ISCC � CNNrL?CN Address3 4&,rt±ur /�O.IS nJL fi ZO TAY« Ph: A�.��p)Z8S -6371 � /g702.1s - (37( 3 Contractor: ool'Ale-r stnAitCe,Ani-..0,.n'o.J4'C-7&,, Address: PQ SO$.6`i05,6Ar4u,,t/tt.a)o II,,� Ph: ., A- 1iVast S(L4'/ Lic. No. 4 Architect/Engineer L-csI:G Cr, 124oei Address:�S 23Aa1//wny. Ainch vitt Ph' V1102_85 -765—S Lic. No. 57'75 5 Sq. Ft. of Building:S, x-/ ��, , Sq. Ft. of Lot: i.4. t 89 pert )) 18 2fyZ6. a Height: -3 S / No. of Floors: / 6 Use of Building: pit 7 Describe Work: , , //'' ^e -F -t S/BS noon-- Wart c-iAr. NLW Ca /../ 3+0-'x.'ef-10 N/ 09./rwrM 8 Class of Work: Er New o Alteration ❑ Remove o Addition o Move 9 10 Garage: `' n ❑ Single g /"//"r ❑ Double ort: o Single Carport: N A o Double o Driveway Permit n On -Site Sewage Disposal ?c Site Plan Auer al-a.e.nr— tic Al Fit ll Valuation of Work: S Adjusted Valuations: Si ?93, R33- OD 12 Special Conditions: NOTICE A SEPARATE ELECTRICAL PERMIT IS REQUIRED AND NIUST RE ISSUED BY fl IF STATE OF COLORADO. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR, IF CONSTRUCTION OR WORK 15 SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. 1 HEREBY CER FIFE THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW "I'HE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS GOVERNING I' HIS TYPE OF WORK WILL BE COMPLETED WIIHIN WIIEfIIER SPECIFIED IIEREIN OR NOT. THE GRANTING OF A PERMIT DOES NO'f PRESUME TO GIVE AUTHORITY TO VIO f E OR CANCEL T// PROVISIONS OF ANY OTHER STATE OR LOC tAW REGL LAT[.NI, ONSTRUC'rn0N OR 1 H PERFORMANCE OF `\ STRUC ION / A,_� • Plan Check Fee: 352.10 Permit Fee: 2O0o' /S 6 Total Fee: DatedPermitIssued: 3 d 32, '26 OCC Croup: r�onst. A �_ -4-%14 Type: Zoning: Setbacks: Nlanu. Home: A / ISDS No. & Fee: a -.- CAAc-( LWAWIFIE (%�! i l 111 l L : LDG APPR1 t E' P N'C. DE' .,� DE yr y� /DATE APPROVE./ AGREEMENT PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER. CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT. IN CONSIDERATION OF THE ISSSUANCE OF THIS PERMIT. THE SIGNER. HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN 30.28.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH IN THE LCOA1 ION, ERECTION, CONSTRUCTION, AND USE OF THE ABOVE DESCRIBED STRUCTURE, 111E PERMIT NIA\ BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID. TIRE ISSUANCE OF A PI:RMT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT TIIE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER W HEN IN VIOLATION OF THS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION. THE REVIEW OF SUBSIIITED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABLI'[IES BY GARFIFID COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCIES. THE RESPONSI ITV FOR THESE ITEMS AND INIPLESIENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH THF ARTICTECT, DESIGNER, BUILDER, AN' r • ER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST. Gar[om.003 —� / 1 HEREB\ ACKNOWLEDGE T ILAT 1 HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INITIAL): The following items are required by Garfield County for a final inspection: 2, A final Electrical Inspection from the Colorado State Electrical Inspector Permanent address assigned by Garfield County Building Department posted where readily visible from access road; 3. A finished root, a lockable house, complete exterior siding, exterior doors and windows installed, a complete kitchen with cabinets, a sink with hot & cold running water, non- absorbent kitchen floor coverings, counter tops and finished walls, ready for stove and refrigerator, all necessary plumbing; 4. A complete bathroom, with washbowl, tub or shower, toilet stool, hot and cold running water, non-absorbent Floors and walls finished and a privacy door; 5. All steps outside or inside over three (3) steps must have handrails, guard rails on balconies or decks over 30" high constructed to all 1997 UBC requirements; 6. Outside grading done to where water will detour away from the building; 7. Exceptions to the outside steps, decks and grading may be made upon the demonstration of extenuating circumstances, i.e. weather, but a Certificate of Occupancy will not be issued until all the required items arc completed and a final inspection made. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****CANNOTOCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY (C.O.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PREMISE UNTIL ABOVE CONDITIONS ARE MET. 1 understand j�nd agree to abide by the above conditions for occupanA, use and the issuance of a Certifies of Occupancy the dwelling under building permit# 1090 Si tture BpcontO82002 Date Applicant PLAN REVIEW CHECKLIST Building v Engineered Foundation LLA Driveway Permit as at TwK1E ,-VSnrveyed Site Plan P4 Septic Permit and Setbacks ✓ Grade/Topography 30% A/.A Attach Residential Plan Review List L.4 inimum Application Questionnaire ,/ Subdivision Plat Notes Date ,..Are Department Review/1.4. As flit woof? 3,41.,,,k Valuation Determination/Fees ✓ed Line Plans/Stamps/Sticker ✓Att�ttach Conditions Application Signed Plan Reviewer To Sign Application _ Parcel/Schedule No. 40# Snowload Letter- Mani Hms. CLENERALNIZ1 . 44d 7/.z(.92) :7931, Planning/Zoning Property Line Setbacks 30ft Stream Setbacks Flood Plain Building Height Zoning Sign -off Road Impact Fees `V/HOA/DRC Approval Grade/Topography 40% Planning Issues Subdivision Plat Notes GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS FOR CONSTRUCTION OF COMMERCIAL OR MULTI -FAMILY RESIDENTIAL BUILDINGS including NEW CONSTRUCTION ADDITIONS ALTERATIONS and MOVED BUILDINGS In order to understand the scope of the work intended under a permit application and expedite the issuance of a permit it is important that complete information be provided. Adequate and complete information will prevent delays in the plan review process. Reviewing a plan and the discovery that required information has not been provided by the applicant may result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor may be required to provide this information before the plan review may proceed. This causes delays because other plans that are in line for review may be given attention before the new information may be reviewed after it has been provided to the Building Department. Please review this document to determine if you have enough information to design your project and provide adequate information to facilitate a plan review. If you do not, it may be helpful to obtain a book titled "Dwelling Construction Under the Uniform Building Code". This book is available to you through this department at our cost. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. To provide for a more understandable plan in order to determine compliance with the building, plumbing and mechanical codes, applicants are requested to review the following checklist prior to and during design. 1 Plans to be included for a Building Permit must be on draft paper at least 18"x 24"" and drawn to scale. Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with decks, balcony steps, hand rails and guard rails, windows and doors, including the finish grade line. A section showing in detail, from the bottom of the footing to the top of the roof, including re -bar, anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation, sheeting, house -rap, (which is required), siding or any approved building material. A window schedule. A door schedule. A floor framing plan, a roofing framing plan, roof must be designed to withstand a 40 pound per square foot. up to 7,000 feet in elevation, an 80 M.P.H. windshear, wind exposure B, windload of 15 pounds per square foot and a 36 inch frost depth. All sheets to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. All plans submitted must be incompliance with the 1997 UBC, UMC and 1997 UPC. Applicants are required to indicate appropriately and to submit completed checklist at time of application for a permit: 1. Is a site plan included that identifies the location of the proposed structure, additions or other buildings, setback easements, and utility easements showing distances to the property lines from each comer of the proposed structure prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Slopes of 30% or more on properties must be show on site plan. NOTE: 106.3.1 (7.) Any site plan for the placement of any portion of a structure within 50 ft. of a property line and not within a previously surveyed building envelope on a subdivision final plat shall be prepared by a licensed surveyor and have the surveyors signature and professional stamp on the drawing. Any structure to be built within a building envelope of a lot shown on a recorded subdivision plat, shall include a copy of the building envelope as it is shown on the final plat with the proposed structure located within the envelope. Yes 2. Does the site plan when applicable include the location of the I.S.D.S. (Individual Sewage Disposal System) and distances to the property lines, wells (on subject property and adjacent properties), streams or water courses? This information must be certified by a licensed surveyor with their signature and professional stamp on the design. Yes No Not necessary for this project XC 3. Are the plans submitted for application review construction drawings and not drawings that are stamped or marked identifying them as "Not for construction, for permit issuance 24. Does the plan indicate the quantity, form, use and storage of any hazardous materials that may be in use in this building? Yes No Not necessary for this project 25. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes V No Not necessary for this project 26. Do the plans indicate the location and dimension of restroom facilities and if more than four employees and both sexes are employed, facilities for both sexes? Yes S/ No Not necessary for this project 27. Do the plans indicate that restrooms and access to the building are handicapped accessible? Yes -< No Not necessary for this project 28. Have two (2) complete sets of construction drawings been submitted with the application? Yes / No 29. Have you designed or had this plan designed while considering building and other construction code requirements? Yes X No Not necessary for this project 30. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield County Building Department? Yes \ No 31. Do your plans comply with all zoning rules and regulations in the County related to your zone district? For comer lots see supplemental section 5.05.03 in the Garfield County Zoning Resolution for setbacks. Yes )< No 32. Do you understand that approval for design and/or construction changes are required prior to the implementation of these changes? Yes X No 33. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application and that you will be required to pay the "Permit" fee as well as any "Septic System" or "Road Impact" fees required, at the time you pick up your building permit? Yes A No 7 f 34. Are you aware that you are required to call for all inspections required under the Uniform Building Code including approval on a final inspection prior to receiving a Certificate of Occupancy and occupancy of the building? Yes 4 No 35. Are you aware that the Permit Application must be signed by the Owner or a written authority be given for an Agent and that the party responsible for the project must comply with the Uniform Codes? Yes k No 36. Are you aware that twenty-four (24) hour notice is required for all inspections? Inspections will be made from Battlement Mesa to West Glenwood in the mornings and from Glenwood Springs to Carbondale, in the afternoon. All inspections must be called in by 3:30 p.m. the day before. Failure to give twenty-four (24) hour notice for inspections will delay your inspection one (1) day. Inspections are to be called in to 384-5003. �(e_ 37. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $47.00 re -inspection fee? Yes No 38. Are you aware as part of the submittal for a building permit you are required to show proof of a driveway access permit from the Garfield County Road & Bridge Department or if applicable the State Highway Department? If a permit is not necessary, then a letter stating that information is required. You can contact the Road & Bridge Department at 625-8601 or refer to the phone book for the State Highway Department phone number if applicable. Yes No N/A X t k e. - -y�*' 39. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups? The license number will be required at time of inspection. Yes X No 40. Are you aware, that on the front of the building permit application you will need to fill in the Parcel/ Schedule Number for the lot you are applying for this permit on prior to submittal of the building permit application? Your attention in this is appreciated. Yes JC No 41. Do you know that the local lire district may require you to submit plans for their review of fire safety issues? Yes No (Please check with the building department about this requirement) 7 r 42. Are you aware, that if you receive your water and/or sewer from an Association, a District or Municipality, you will be required to provide the County with a copy of the Tap Permit (or evidence of an exemption) at the time of the building permit application submittal? Yes -< No N/A I hereby acknowledge that I have read, understand, and answered these questions to theme$, of myyklility. n �� Signature Date Phone: 26-S-- S b 2_"1 (days); S- 5 EZy (evenings) Project Name: /�// 1- -s�JotsculonnC� k-ck� Project Address: ,fir -t it t "0r, /e , gicz.3— Note: If you answered "No" on any of these questions you may be required to provide this information at the request of the Building Official prior to beginning the plan review process. Delays in issuing the permit are to be expected. Work may not proceed without the issuance of the permit. *If you have answered "Not necessary for this project" on any of the questions and it is determined by the Building Official that the information is necessary to review the application and plans to determine minimum compliance with the adopted codes, please expect the following: A. The application may be placed behind more recent applications for building permits in the review process and not reviewed until required information has been provided and the application rotates again to first position for review. B. Delay in issuance of the permit. C. Delay in proceeding with construction. *If you answered "No" to this question the circumstances described in the question could result in a "Stop Work Order" being issued or a "Certificate of Occupancy" not being issued. Bpcomm03/2004 Mr. Schwaller, RECEIVED MAY 1 0 2CD4 GARI-ItLU COUNTY BUILDING & PLANNING May 7, 2004 This letter is intended to enumerate Leslie G. Wood's qualifications as an engineer. I would contend, without exaggeration that he is extraordinarily qualified to engineer the All Saints Episcopal Church or any other similar structure, home, apartment building, school, road, bridge or missile silo. Mr. Wood graduated from Colorado State University in 1955 with a Bachelor of Science degree in Civil Engineering. He is a registered professional engineer, license number 5175. He started his career with the Colorado Department of highways during college in 1954. He became a project engineer there in 1963 and resident engineer in 1964. From 1969 to 1983 he was the county engineer for Jefferson County. You asked for similar experience in engineering to that required for his work on this church project. I am not aware of a church that he has engineered. However, concerning his ability to design a foundation, determine Toads, size beams and structures I would have to site a great deal of experience. First of all, with respect to designing the foundation, Mr. Wood's specialty is reinforced concrete construction. 1 have always looked to him for design and on-site inspections for my foundations. I consider this element of construction to be of foremost importance. His work for me specifically has included design and all engineering (except truss engineering) for 8 homes here in Battlement Mesa. Here are their addresses: 1. 162 Willow Creek trail 2. 54 Promontory Place 3. 86 Lodgepole Circle 4. 173 Lodgepole Circle 5. 473 Lodgepole circle 6. 11 Cottonwood Court 7. 313 Battlement Creek Trail 8. 609 Battlement Creek Trail He is also working with the Grand Valley Historical Society on their Battlement Mesa schoolhouse renovation/ restoration project as consulting engineer at the request of Bob Sterling, the project architect. Projects that stand out in his career include: The redesigning of Missile Silos in Southeastern Wyoming in order to accommodate the Minute Man missile. Working for The Denver Engineering Corporation. He was project engineer for the 5 level parking structure in Vail, Colorado. Working for U.R.S. Here are just a few of the more than 30 bridges he engineered: 1. interstate 70 and 44th avenue 2. Kolfax(US-40) and US -6 3. West bound US -6 to West bound Interstate 70 4. Denver & Rio Grande Railroad over Wadsworth Blvd. In Arvada 5. Interstate 70 at Downeyville at Port of Entry I have to say that a single story church was hardly a challenge for him. I do not take this structure and its integrity lightly and believe me I have every confidence in Mr. Wood's abilities to: 1. Take the geotechnical engineer's (Jordy Adamson at H.P. Geotech) soil conditions report, along with the church's floorplan and layout, and design its foundation. 2. Determine sizing and placement of beams, rafters, posts, headers, etc. with respect to weight and wind loads. 3. Consider the structure as a whole anticipating not only its physical requirements, but also its use and impacts on the structure over time. For this project, the truss construction will be done by Truss -Co of Montrose. All truss details will be provided by them, and all engineering of the trusses will be accomplished by their own engineer through Truss Wall Systems under head engineer, Scott Welker. In closing, I would like to say that Mr. Wood is a professional engineer and a professional first and foremost. I must tell you, that the very suggestion that Mr. Wood would ever take on a project that he is not truly qualified to do is ridiculous. I say this, not as a complaint to you, but simply to stress my own confidence in him. If you have any further questions or concems you can contact me at 285-5624 or Mr. Wood directly at 285-7655. 0 Rex A. Smith Owner, Comerstone Construction and Electric MAY -07-04 03:59 PM REX AND LESLIE SMITH a FAX CORNERSTONE CONSTRUCTION 23 HOLLY WAY PARACHUTE, CO.81635 (970)285-5624 P'a an„+4l 9702855624 P.01 1/7 int/ TO: GA4c./nQ (jour VVI (ctt,N3 Aur`' tC-E7/041 /iN,:s 3 PAGES INCLUDING COVER MET COIOIENTS : �-F-« /C• C4- r f el ✓t T + Ce0 et/ SIJ CQAAI LN jl.rt ti+ -,5 o_r ,g// So�kd &-rho»! (e&tL bt/:- f1.,„ a flu/4N c4- .*.t. T yea.. Nn tt/JJ- 3 e /se T',�:. Pr.1-�„� -'- r .10,1..e, I /{..f- - iw f.e. 1 ' / rU yv c.(- r/ejL+ Ac.-#•ey. "CEIVED MAY 0 6 2094 UNTy NNING MAY -07-04 04:00 PM REX AND LESLIE SMITH 9702855624 P.02 J May 7. 2004 Mr. Schwaller, I his truer is intended to enumerate Leslie 0. Woods qualifications as an engineer. 1 would contend. without exaggeration that he is extraordinarily qualified to engineer the All Saints Episcopal Church or any other similar structure, home, apartment building. school. mail. bridge or missile silo. Mr Wood gradttaIcd from Colorado State University in 1955 with a Bachelor of Science degiec rn ('i>.il Engineering. 1 l is a registered professional engineer. license number 5175. 1 Ic started his career w ith the Colorado Department of highways during college in 1954. Ile hecame a project engineer thee: in 1963 and resident engineer in 1964. From 1969 to I9$3 he was the county engineer for Jefferson County. You asked for similar experience in enginccring to that required for his work on this church project 1 ani not aware of a church that he has engineered. However. concerning his ability to design a foundation, determine loads, size beams and structures 1 would have to site a great deal of experience. I'Arst of all. with respect to designing the foundation, Mr. Wood's specialty is reinforced concrete construction. 1 have always looked to him for design and on-site inspections for my foundations I consider this element of construction to he of foremost importance. ills work kir me specifically has included design and all engineering (except truss engineering) for $ homes here in Battlement Mesa. Here are their addresses: 1. 162 Willow ('reek trail 2. 54 Promontory Place .� 86 Lodgepolc Circle 4. 173 Lodgcpolc Circle 5. 473 Lodgepole circle 6. 11 Cottonwood Court 7 313 Battlement Creek 'frail 14. 609 Battlement Creek frail I le is also working with the Grand Valley Historical Society on their Battlement Mesa schoolhouse renovation/ restoration project as consulting engineer at the request of Bob Sterling. the project architect. Proiecus that stand nut in his career include: I he redesigning of Missile Silos in Southeastern Wyoming in order to accommodate the Minnie Man missile. Working for The Denver Engineering Corporation. MAY -07-04 04:00 PM REX AND LESLIE SMITH 9702033624 i Ilc nos project engineer fin the 5 level parking structure in Vail. Colorado. Working for 1R.S. I Iere are just a few of the more than 30 bridges he engineered: I . Interstate 70 and 44111 avenue 7.. Kulfur(l1S-40) and (1S-6 West hound US -6 to West hound Interstate 70 4. Denver & Rio Grande Railroad over Wadsworth Blvd. In Arvada Interstate 70 at Downcyville at Port of Entry I have to say that a single story church was hardly a challenge for hire. I do not take this structure and its integrity lightly and believe me 1 have every confidence in Mr. Wood's ,ihiliticr 1o: I. Take the geotechnical engineer's ()ordy Adamson at I I.P. Gaited) soil conditions report. along with the church's floorplan and layout, and design its foundation. 2. Determine swing and placement of beams. rafters. posts, headers, etc. with respect to weight and wind loads. 3. Consider the structure as a whole anticipating not only its physical requirements. hut also its use and impacts on the structure over time. For this project, the truss construction will be done by Truss -Co of Montrose. All truss details will be provided by them, and all engineering of the trusses will he accomplished he their oun engineer through Truss Wall Systems under head engineer. Scott Welker. In closing, I would like 10 say that Mr. Wood is a professional engineer and a professional first and foremost. 1 roust tell you, that the very suggestion that Mr. Wood %could ever take on a project that he is not truly qualified to do is ridiculous 1 say this. not AS a complaint to you. but simply to stress my own confidence in hint. If you have any further questions or concerns you can contact me at 285-5624 or Mr. Wood directly at 285-7655. 0 RCN A. Smith t twner, Cornerstone Construction and Electric P.03 Gafield County Building and Planning 108 8th Street Ste 201 Glenwood Springs, Colorado 970-945-8212 Plan analysis based on the 1997 Uniform Building Code Project Number: Project Name: All Saints Address: Battlement Mesa Occupancy: A3,B,,5.4 Construction: V -N Date: May 3, 2004 Contractor: Designer: Smith Engineer: Woods Report By: A. Schwaller NOTE: The code items listed in this report are not intended to be a complete listing of all possible code requirements in the 1997 UBC. It is a guide to selected sections of the code. SEPARATION DIRECTION BOUNDARY AREA INCREASE FIRE PROTECTION NORTH Property line 200.0 Feet 200.0 Feet EAST Property line 50.0 Feet 50.0 Feet SOUTH Property line 79.0 Feet 79.0 Feet WEST Property line 80.0 Feet 80.0 Feet Allowable area increased 100.% for open area on 4 sides. -- Sec. 505.1 FL NAME OCC MAX FLR AREA ALLOWED RATIO STATUS 1 Office 1 Assembly Lobby Area 1 Assbly fixed seat 1 Assembly Reception TOTAL FOR FLOOR BUILDING TOTAL -- Sec. 504 and Table 5-B B A3 A3 A3 ok 961 16000 0.06 ok ok 253 12200 0.02 ok ok 1540 12200 0.13 ok ok 961 12200 0.08 ok 3715 12999 0.29 ok 3715 12999 0.29 ok The actual height of this building is 35. feet. Page # 2 Code review for: Project Id.: All Saints Address: Battlement Mesa EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION Table 5-A NORTH For Bearing Non -Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required A3 0 hour 0 hour None Any No B 0 hour 0 hour None Any No EAST For Bearing Non -Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required A3 0 hour 0 hour None Any No B 0 hour 0 hour None Any No SOUTH For Bearing Non -Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required A3 0 hour 0 hour None Any No B 0 hour 0 hour None Any No WEST For Bearing Non -Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required A3 0 hour 0 hour None Any No B 0 hour 0 hour None Any No None No fire protection requirements for openings. 3/4 hour Openings are to be protected with 3/4 hr fire assemblies. 50% of the area of the wall maximum. -- Table 5-A, Footnote 5 & Sec. 503.2.2 Maximum single window size is 84 sq.ft. with no dimension greater than 12 feet. -- Sec. 713.8 Not Allowed -- Openings are not permitted in this wall. Code review for: Project Id.: All Saints Address: Battlement Mesa OTHER BUILDING ELEMENTS MATERIAL Any Any Any Any Any Any Any ELEMENT Interior Bearing wall Interior nonbrg wall Structural Frame Exterior Struct Frame Floor/Ceiling Assembly Roof/Ceiling Assembly Stairs Table RATING 0 hr 0 hr 0 hr 0 hr 0 hr 0 hr None Page # 3 6-A NOTES See footnote #1 FOOTNOTES: 1) Elements in an exterior wall located where openings are not permitted or where protection of openings is required, shall be protected against external fire exposure as required for exterior bearing walls or the structural frame, whichever is greater. -- Table 6-A, footnote 1 DRAFT STOPS: If there is combustible construction in the roof/ceiling assembly, draft stops shall be installed so that the area of concealed space does not exceed 3,000 square feet and so that the horizontal dimension between stops does not exceed 60 feet. -- Sec. 708.3.1.2.2 OCCUPANCY SEPARATIONS -- Table 3-B A3 -B Ohr HEATING EQUIPMENT FOR A3 OCCUPANCY: A 1 hr. occupancy boiler or central -- Sec. 302.5 FOR B OCCUPANCY: A 1 hr. occupancy boiler or central -- Sec. 302.5 SEPARATION: separation is required around rooms containing a heating unit greater than 400,000 BTU input. separation is required around rooms containing a heating unit greater than 400,000 BTU input. Code review for: Project Id.: A11 Saints Address: Battlement Mesa EXIT REQUIREMENTS: FL NAME Page # 4 NUMB MIN MIN PANIC HALLWAY/ DOOR NOTES OCC EXITS WIDTH HDWR CORRIDOR SWING 1 Office 1 Assembly Lobby Area 1 Assbly fixed seat 1 Assembly Reception TOTAL 10 36 84 137 267 1 1 2 2 2 2.0 7.2 44.0 27.4 80.6 No N/A No N/A Yes N/A Yes N/A Yes N/A N/R N/R Out 4 Out 4 Out In areas where 2 exits are required, the minimum separation is 1/2 of the maximum diagonal of the area or floor. -- Sec. 1004.2.4 When 2 exits are required, exits must be arranged so that to go in either direction from any point in a corridor or separate exit, except for dead ends not exceeding 20 feet -- Sec. 1004.2.6 it is possible hallway to a in length. Exit signs are required from all areas where 2 or exits are required. -- Sec. 1003.2.8.2, Exception 2 No point to be more than 100 feet from an exit sign. Main exterior exit doors which obviously and clearly are identifiable as exits need not be signed when approved. -- Sec. 1003.2.8.2, Exception 1 Door swing is based on Sec. 1003.3.1.5 except as noted. Occupant load factor is based on Table 10-A. Number of exits is based on Table 10-A except as noted. Exit width is in inches and based on Sec. 1003.2.3 and Table 10-B Exit width is to be divided approximately equally among exits. -- Sec. 1003.2.3.2 Width shown for Width shown for Width shown for -- Table 10-B For the minimum For the minimum For the minimum For the minimum all areas is 1st floor is other floors width width width width based on other based on other & basements is egress components. egress components. based on stairways. of doors, see Sec. 1003.3.1.3 of hallways, see Sec. 1004.3.3.2 of corridors, see Sec. 1004.3.4.2 of stairways, see Sec. 1003.3.3.2 FOOTNOTES: 4) Panic hardware is based on Sec. 1007.2.5 See exception for main exit in A-3 occupancies and churches. Page # 5 Code review for: Project Id.: All Saints Address: Battlement Mesa FLUSH AND SURFACE BOLTS: Manually operated edge- or surface -mounted flush bolts and surface bolts or any other type of device that may be used to close or restrain the the door other than by operation of the locking device shall not be used. When automatic flush bolts are used, the door leaf having the automatic flush bolt shall not have a door knob or surface -mounted hardware. The unlatching of any leaf shall not require more than one operation. -- Sec. 1003.3.1.8 LOCKS AND LATCHES: Regardless of the occupant load served, exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. -- Sec. 1003.3.1.6 Key -locking hardware may be used on the main exit when the main exit consists of a single door or pair of doors if there is a sign stating THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS. When unlocked, door(s) must swing without operation of any latching device. -- exc. LANDINGS AT DOORS: 1) A floor or landing shall be provided on each side of doors. When access for persons with disabilities is required. the floor or landing shall not be more than 1/2 inch lower than the threshold. When access is not required, the maximum is 1 inch. -- Sec. 1003.3.1.6 2) Landings shall have a width not less than the width of the stairway or width of the doorway, whichever is the greater. Where a landing serves an occupant load of 50 or more, doors in any position shall not reduce the landing dimension to less than one half it required width. The minimum length in the direction of exit travel is 44 inches. -- Sec. 1003.3.1.7 TRAVEL DISTANCE: (distance to an exit) The maximum travel distance in this building is 200 feet. Sec. 1004.2.5. Travel distance shall not be limited within an exit enclosure or exit passageway. -- Sec. 1005.2.2 Page # 6 Code review for: Project Id.: All Saints Address: Battlement Mesa BUILDING ACCESSIBILITY: 1) This building including each tenant shall be provided with at least one entrance which complies with the accessible route provisions of CABO/ANSI A117.1. At least 50 percent of all entrances shall be accessible. -- Sec. 1103.2.3 2) When more that one exit is required from any accessible space, each accessible portion of the space shall be served by not less than two accessible means of egress. -- Sec. 1104.1.1 3) When an exit stairway is part of an accessible means of egress, the stairway shall have a clear width of not less than 48 inches between the handrails. The stairway shall either incorporate an area of refuge within an enlarged story -level landing or shall be accessed from an area of refuge. -- Sec. 1104.1.2 The area of refuge shall have direct access to the stairway that serves it. -- Sec. 1104.2.1 4) Each area of refuge shall be sized to accommodate one wheelchair space not less than 30 inches by 48 inches for each 200 occupants, or portion thereof. -- Sec. 1104.2.3 5) If the area of refuge is not within the stairway, it shall be separated from the rest of the story by a smoke barrier having at least a one- hour fire -resistance rating. Smoke barriers shall extend to the roof or floor deck above. Doors shall be smoke and draft control assemblies with a rating not less than 20 minutes. -- Sec. 1104.2.4 6) Two-way communications are required. -- Sec. 1104.2.5 7) Each area must be identified by a sign stating AREA OF REFUGE and the international symbol of accessibility. -- Sec. 1104.2.7 8) NOTE: Exit stairways in buildings protected throughout by an approved automatic sprinkler system are NOT required to incorporate an area of refuge. -- Sec. 1104.1.2, Exception 2 ROOFING REQUIREMENTS: 1) The roofing on this building is required to be Class C. -- Table 15-A 2) See section 1504 and ICBG research reports for requirements. VENTILATION: All areas customarily occupied by humans shall be provided with natural ventilation by means of openable exterior openings with an area of not less than 1/20 of the total floor area or shall be provided with a mechanically operated ventilation system. Such system shall be capable of supplying a minimum of 15 cubic feet per minute of outside air per occupant. -- Sec. 1202.2.1 Page # 8 Code review for: Project Id.: All Saints Address: Battlement Mesa WATER FOUNTAINS AND WATER COOLERS: At least 50 percent of drinking fountains, but not less than one, provided on every floor shall be accessible. -- UBC Sec. 1105.4.1 Accessible units must comply with the following: 1) Spout is to be within 36 inches of the floor. -- Sec. 4.15.2.1 2) Spout arranged for parallel approach shall be located 3 inches maximum from the front edge. Spouts of cantilevered units with knee and toe clearances shall be located 15 inches minimum from the vertical support and 5 inches maximum from the front edge. - - Sec. 4.15.2.2 3) Spouts shall provide a flow of water 4 inches height minimum. - - Sec. 4.15.2.3 4) Operable parts shall be located at or near the front edge of the unit and shall comply with 4.25.4 -- Sec. 4.15.3 5) A cantilevered unit is required to extend 17 inches minimum from the vertical support. Clear knee space must provide a clear area of 8 inches in depth at 27 inches high and 11 inches at 9 inches minimum above the floor. -- Sec. 4.15.4.1 6) Forward approach units shall comply with 4.2. Units in alcoves shall comply with 4.2.4.4. Units not having the necessary knee and toe clearance or clear space under them shall comply with 4.2.4 and have a clear floor space that allows a person in a wheelchair to make a parallel approach. -- Sec. 4.15.4.2 TOILET FACILITIES: 1) A 60 inch diameter unobstructed turning space is required in the toilet room. -- Sec. 4.16.3, 4.2.3 & Fig. B4.2.3 2) Water closet shall be mounted adjacent to a side wall or partition. The distance from the side wall or partition to the centerline of the water closet shall be 18 in. Sec. 4.17.1 3) When the accessible water closet is not in a stall: The clear floor space shall be 48 in minimum in front of the water closet and 42 in from the center line of the water closet on the side not adjacent to the wall. -- Sec. 4.17.2 & Fig. B4.17.2 4) When the accessible water closet is in a stall: The stall shall be 60 in wide minimum and 56 in deep minimum for wall hung water closets and 59 in deep minimum for floor mounted water closets. -- Sec. 4.18.3.1 If the door swings into the stall, the required depth shall be increased by 36 inches minimum. -- Sec. 4.18.3.2 & Fig. B4.18.3.1 a s� Post Office Box 6006 Battlement Mesa, Colorado 81636 (970) 285-9740 Mr. Rex Smith, Consultant Cornerstone Construction P.O. Box 6405 Battlement Mesa, CO 81636 Re: All Saints Episcopal Church, Architectural Submittal Dear Rex, RECEIVED APR 0 7 2004 GARFIELD COUNTY BUILDING & PLANNING April 6, 2004 Thank you for submitting the revised drawings for our review consideration. The BMSA/Declarant Architectural Committee has approved your construction drawings (revision date 04/02/04) as they have met all the conditions and requirements noted in our previous February 23`d review letter: Sheet S1 - Site Plan • The detailed parking lot plan shows 29 total parking spaces for the 84 -person seating capacity as required per the Architectural Standards (Sec. 3.8). • The access drive has been relocated to the existing curb cut onto Sipprelle Drive for common ingress/egress with the Assisted Living Facility. • This drawing now bears a note clarifying that the access drive and parking lot will be constructed of asphalt paving. Sheet A2 - Floor Plan • This sheet now delineates the altar area and shows fixed pew placement plus wheelchair seating for an 84 -person capacity. Sheets A4 & A5 - Exterior Elevations The 9:12 main roof pitch continues approved as a Variance to the Architectural Standards (Sec. 4.3) as you have met the below -listed overall height requirement. r - 0 • . 1 The overall structure height has been reduced to 35'-0" to the top of the steeple which now meets the maximum 35'-0" structure height of the Architectural Standards (Sec. 4.1) and the Zone District Regulations (Sec. 8.8). It appears you accomplished this through omitting the previous spire atop the steeple. You have delineated the exterior wall surfaces as Stucco and the secondary Wood accent areas as being the fascia, rake boards and exposed truss. The Committee's review of your construction drawings has been limited to compliance issues with the Architectural Standards and also known provisions of the Zone District Regulations. It does not include compliance reviews of applicable building codes or ADA, which thorough reviews are conducted by the Garfield County Building Dept. Please submit the remaining items noted in our February 23rd preliminary review letter to you, including exterior color selections and landscape plan, when they have been made. Thank you again for submitting a complete and thorough construction drawing set. We express our best wishes to the Church congregation in your building process. Sincerely, William Wilde BMSA / Declarant Architectural Committee cc: Mr. Andy Schwaller, Garfield County Building Dept. Mr. Bruce Smith, Battlement Mesa Metro District c: \bursa-AllSaintsChurch.wpd 'tXtFLEMENT MESA METROPOLITAN DISTRICT (0 f \AI-ARISK Iit.111. / R( ). R( )\ 61 16 / BATTLEMENT \11:SA, CO 81636 r971n ?M5 in I5ii , I \\ 1t)'4)) 2Kz t)63I EQR Tap Fee Calculation Date: May 4, 2004 Buyer: All Saint Episcopal Church Buyer's Address: PO Box 6206 Battlement Mesa CO 81636 Service Address: Sipprelle Drive Parachute CO 81635 EQR Calculation By: [�'%71(l � y�_C _) (L— Amie L. Arneson, Utility Clerk Water Tap Fee = $3,000.00 x 1.26 EQR Sewer ftp Fee = $2,000.00 x 1.26 EQR Total Fees Due and Payable Upon Closing Application Approved By: Please remit payment to: $3780.00 $2520.00 $6300.00 R. Bruce Smith, District Manager Battlement Mesa Metropolitan District PO Box 6116 Battlement Mesa, CO 81636 We also need a copy of the deed for this property after the closing. A Water and Sewer Connect Permit is required to connect to the District mains. A Connect Permit will he issued upon receipt in full of all fees required by the Battlement Nlesa %tetrnpolitan District. Ala OE &Oak Neig -Ce_ttiti_ re/Lvtilt Lin (QAL. No Job Add Owner - �41 .-AddressP ).Rnxb-?G6 �f9.8/hone #o -637 e>74-41-- Address/'o &[1Y4S/4M.(Jib Alone #11.e"'ASS.-561(7' 9090 Assessor's Parcel NooC/° /'7r,' Of —007 Date 571(4/ Y BUILDING PERMIT CARD . 66163 Contractor a ' eta ' Setbacks: Front Soils Test Footing -3-2S--054- y►4ersor' r5 Foundation 6-c2.6-- V* iont._ D1411%. Grout Rear RH LH INSPECTIONS Underground Plum. in. Rough Plumbingy� iArnim. . ^1�• Framing -DS i Insulation —l1-0 SN�_ Roofing / Drywall �j-� �7! �P(l\. / Gas Piping 31 /054-rv_� oQ EXTERIOR Address No. Drainage „r Decks -support & clearance to wood- ,}l Decks -stain N & rails * Exterior locks Flashing around doom & windows Insect screens INTERIOR GARAGE Fire wall separation Service doors -18" min. 4 Door (20 min.) wlauto closer -1 A( min Mech. equip. 16" above floor No opening into sleeping area BASEMENT -CRAWL AREA _4 Access Insulation Headroom/Stairs Ventilation NOTES Weatherproofing Mechanical Electrical Rough (State) Electrical Final State) /r / DS SAO Final hecklist Completed? r Certificate Occupancy # Date Septic System # //4trp¢a— Date fie, r Final ! Other( r..1 -P... ] --N/`4 Zoning /,?ex (y yc-I57s FINAL CHECKLIST MECHANICAL ROOM Boller Hot water slit_ Floor drain Clearance Air con system Hot water heater Combustion air Gas piping, valves LPG Drain FIREPLACE/STOVE Clearance to combustibles Termination of chimney Combustion air Hearth (12" or 20" on sides) Glass doors Certified by: REMARKS Dy (continue on back) STAIRWAYS Headroom (6'6") Railing & guardrails Width Rise 6 run KITCHEN Clearance above grill Exhaust tan Broiler exhaust (1 hr chase) B EDROOMS Egress Smoke detector B ATHROOMS Exhaust tan Shatterproof glass OTHER t/ INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT GARFIELD COUNTY, COLORADO Date Issue''fj0 ` Zoned Area Permit No AGREEMENT In consideration of the issuance of this permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structure for which this permit is granted, and further agrees that if the above said regulations are not fully complied with in the zoning, location, erection and construction of the above described structure, the permit may then be revoked by notice from the County Building Inspector ai MMEDIAa ELY BECOME NULL AND VOID. Use CC LL^^��r�►��s \\ 011 act Setbacks Front Side Side Rear This Card Must Be Posted So Is is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing .S-a.S 0,1 /0-7•1u 4 -4 -Mg -nu Foundation %-G2S-O en. Underground Plumbing -c4 Qv Insulation 3-i 7' O'.�r� Rough Plumbing ,?4i_os- Drywall .3.5_0( Chimney & Vent g_ fel-as-a,Electric Final (by State Inspector/c'$, Gas Piping 3_ls& - Final la -Z3 -DC APPL Electric Rough (By State Inspector)..9.9<)-5 Septic Final Nm_ From ingh<0. / eQftu 4 (To include Roof in pike;24/WindowsI and Doors installed). anoic/Ci Notes: ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT 1S NOT TRANSFERABLE Phone 384-5003 108 8th Street County Courthouse Glenwood Springs, Colorado. APPROVEDDO NOT DESTROY THIS CARD Dal+tiO(By / Li�� Cc IF LACED OUTSIDE CO R WITH CLEAR PLASTIC